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During testing, if the hammer is not lifted to the standard given height, the impulse force exerted by the cone will be reduced and the values of penetration, in turn, decrease. CrossRef Google Scholar Lunne, T. Pore water pressure data aids determining stratigraphy and is primarily used to correct tip friction values for those effects. The effect of the vertical confinement due to the asphaltic layer has been found to be significant when the granular layer is tested with DCP. Google Scholar Santagata, M. Standard test method for electronic friction cone and piezocone penetration testing of soils.
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Estimation of undrained shear strength of fine grained soils from cone penetration resistance

British Oceanographic Data Centre, Liverpool Google Scholar Bowen DQ A revised correlation of Quaternary deposits in the British Isles, vol Acta Universitatis Upsaliensis, Annum Quingentesimum Celebrantis, vol 2. In case of very fine or silty saturated sand, it is seen that although they have less value of bearing capacity, yet, due to apparent increase in resistance that such type of soil offer to penetration of the sampler, the N values obtained by this test are more and as such Terzaghi and Peck recommend adoption of an equivalent penetration resistance Ns in place of actually observed value of N, where N is greater than Appl Ocean Res 2 1:
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